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2011-130 TOWN OF QUEENSBURY F4 ray 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20110130 Date Issued: Friday, May 13, 2011 This is to certify that work requested to be done as shown by Permit Number P20110130 has been completed. Tax Map Number: 523400-309-009-0002-001-000-0000 Location: 200 LUZERNE Rd Owner: HOMESTEAD VILLAGE L P Applicant: HOMESTEAD VILLAGE L P This structure may be occupied as a: Septic Alteration Commercial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY ` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110130 Application Number: A20110130 Tax Map No: 523400-309-009-0002-001-000-0000 Permission is hereby granted to: HOMESTEAD VILLAGE L P For property located at. 200 LUZERNE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HOMESTEAD VILLAGE L P Septic Alteration Commercial 4294 ROUTE 5 CALEDONIA,NY 14423 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-130 45 &46 Windsong Drive $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, April 20, 2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tos sro eens ,j *{/e ' ay,April 20, 2011 ivy (- SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement 4x,-t_ CommunityDevelopment Office 4,.17.4.5 p — Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Office Use Only �J f TAX MAP NO. 4, , 3� ! 7 Z—� PERMIT NO. 1 11 ��LJ PERMIT FEE 7_,f..„.__. f es APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFOR WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW EFORE ISSUANCE 0 A VALID ERMIT. OWNER:_ i QA?) (/1 ( A INSTALLER: Q /t! / % _I c_(— ADDRESS: ADDRESS: � /J9 R) ADDRESS: Z -3 22- PHONE NOS._7_9 2. 2_ /a PHONE NOS. 7 94-0 p ro LOCATION OF INSTALLATION:.1 J 74- go 1L1 ,j,),'�,/Q -7)D (V • RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION 7`—'� BEDROOMS (Gallons per bedroom) = TOTAL DAILY FLOW GARBAGE GRIND R 1980 or older X 150 = INSTALLED?___ _u 1981 -1991 X 130 = SPA OR HOT TUB r y 1992-present X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND`' LOAMCLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL_ WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi) (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). (Z) TANK SIZE: t 0 ' J GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ,,.ABSORPTION FIELD(WITH NO. 2 STONE) Total length a ft. Each trench .2 X s`3 ❑ SEEPAGE PIT(S) (WITH NO, 3 STONE) How many? Size? 0 ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the -.utations wit respect to this application and agree to -• a: by thes-'ata.4;II req ents of the Town of ueensbury QUESTIONS? CALL 761-8256 OR EMAIL San'ary Se :ge spas dinance. codesqueensbury.net VISIT OUR WEBSI tgnature of P rson Responsible ate 34/ TE FOR MORE INFORMATION www.queensbury.net R _ Septic Inspection Report Office No. (518)761-8256 Date Ins on Queensbury Building&Code Enforcement Arrive: •ID a ��, _ D-. : Wk. a 'ffl 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: � _. NAME: \ 1 E IT NO.: 1 t - -30 LOCATION: �-I,�5' i 1 �C� -PECT ON: � RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: _ ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y,.�..,,N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. -= = '•-r Plot Plan Y N Engineer Report a . As-Built _ Y N - u- - - -nce Contract Y N provided Location of System on Property: Front r Left Side Right Side Middle Front Middle Rear Use S s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Forms\Septic Inspection ReportS3 29 10.doc ,Ti IIIIIIIIIIII ENVIRONMENTAL DESIGN PARTNERSHIP,LLP May 11, 2011 Queensbury Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Via email johno@queensbury.net Attn: John O'Brien Re: Homestead Village Mobile Home Park Lot 45 &46 Windsong Dear John: On April 27, 2011 our office inspected the above referenced Homestead Village Mobile Home Park lots. The purpose of this visit was to observe the installation of the new septic system designed by EDP dated April 8, 2011. Based on my review of the plans and observation of the installation it is my opinion that the system was installed substantially in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, 671:rfOGAZ James E. Mitchell, P.E. 900 Route 146,Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 Septic Inspection ReportAF / Office No. (518) 761-8256 Date Invection req ed: Z4' l Queensbury Building &Code Enforcement Arrive: ,-tom pro l7 a,• pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initiap NAME: I1° LIi — P/MIT NO.: ZC2// ^ 13/0 LOCATION: -[ rj- �-{(eG A - c{Scr J C'' ► i�SPECT ON: `-V2—7//l RECHECK: l ` Comments and/or diagram Soil Typ; .i•11roam / Clay Type of Water: ' %.•1/ Well Water Wate •- separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench . Depth of trenches Z ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4" j Tank to Distribution Box 1-4'` 1-1 Distribution Box to Field/ Pit / bQ g_-3 -VD 1Jsyci_39.- Opening Sealed: Qr_N End Cap Inlet/Outlet Pipes &Baffles ,Y Y— N Location/ Separations • Foundation to tank _ _tJ) ft. Nle} Eetipetati9n to absorption ` . Separation of Pits Conforms as per Plot Plan /_ft;/ �'� Engineer Report and As-Built Location of System on Property: Front Re. Left Side Right Side Middle Front Middle Rear -t Us- t. . Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc TOPSOIL FOR SETTLING 1 I I1 1111 I I -- -I I I II 111- —IIII— -I I I I=I I I I-1 I II I I I—II I ITERRATEX NO. 2 NONWOVEN z a_ -I I EARTH IIII —IIII- EARTH -III 1=)III_ CONSTRUCTION FABRIC OR IF UNTREATED BUILDING PAPER BACKFILL =IIII—I BACKFILL =IIII OR STRAW �p N I I I I I I� � I I I I I I I I I I—IIII- III—III 1= TOP OF AGGREGATE IIII-1 — 4" PVC MIN. TO BE WITHIN OO ?0 OO O 6"-12" OF SURFACE 8 O RAKE ANY PERFORATION JOINT 2 SMEARED U TRENCH N z O WALLS Oo 00 67 MI ov 24" 4 CRUSHED STONE OR GROUNDWATER BEDROCK WASHED GRAVEL MN OR IMPERVIOUS LAYER 3/4" TO 1y2" CROSS SECTIONAL VIEW LONGITUDINAL VIEW TERRATEX NO. 2 NONWOVEN CONSTRUCTION FABRIC UNTREATED BUILDING PAPER OR PERMEABLE GEOTEXTILE OR 4" LAYER OF STRAW =III 1= I _1111�Ir IIII— 1=III' =IIII= 11 =1 I ►=1 I I I= 67 C�7 a!7 � O 7 o 0 O O 2" MIN. p FLOW -L. PROVDE CAPS 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 o o 0 o ON LINE ENDS O7 (� p O SLOPE PIPE Y6" -Y32" PER FT, SPACING OF ABSORPTION TRENCH 6' O.C. TRENCH BOTTOM TO BE NEAR LEVEL AND RAKED TRENCH PROFILE 10_� ABSORPTION TRENCH DETAIL NOT TO SCALE GRADE FINISH GRADE I I II I I I= I—) � I( N SEAL ASPHALTIC _IIII- INLET " MIN. " OR 3 FB -LDG.. SEWER AFA� ZZE SANITARY = TEE~ - Go I z 4" MIN. ALL JOINTS BELOW -/FULL w LIQUID LEVEL TO BE BITUMINOUS I� WATERTIGHT AND COAT Q o LEAKAGE TESTED PRIOR TO BACKFILLING KOP 300M CD I BAFFLE WITH OR EQUAL J i 4"X18' MIN. MAY NOT BE REQUIRED SECTION VIEW NOTE: ASPHALTIC INLET INVERT IS 3" ABOVE (2" MIN.) SEAL I I I INLET -� H O it O THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND i BAFFLE NOTE: THE SEPTIC TANK TO BE %4" PER FT. MAY NOT BE BAFFLE NOT REQUIRED FOR REQUIRED TANKS LESS THAN 10 FT. LENGTH PLAN VIEW HEAVY DUTY MANHOLE FRAME AND COVER BY CAMPBELL OR EQUAL =IIII= EXTENSION 2MHIEGRADE RING PER FORT MILLER OR EQUAL (AS REQUIRED) OUTLET WATER TIGHT JOINT (TYP.) PARGE W/NON-SHRINK GROtJT INSIDE & OUT �- SANITARY TEE EEEI 6" TO 12" LAYER PEA GRAVEL OR CRUSHED STONE BEDDING LAYER 24" I.D. TAPERED / PLUG (TYP.) THE SLOPE OF THE OUTLET PIPE BETWEEN THE SEPTIC TANK AND THE DISTRIBUTION BOX TO BE %4" PER FT. m OUTLET -� T 4NK SIZE MIN. LIQUID DEPTH "A" TANK DIMENSIONS "B"X"C" "0" "1" vv i.nv� HEIGHT 000 GAL, 5'-0" 4'-3" x 8'-2" 5'-6" 5'-9" 6'-8" SEPTIC TANK NOT TO SCALE (HEAVY DUTY SEPTIC TANK) FORT MILLER OR EQUAL 2 DISTRIBUTION BOX INSPECTION REQUIREMENTS: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. NOTE 1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD INSTRUMENT SURVEY. LEGEND:EXISTING SANITARY STRUCTURES INCLUDING .:, observed, or believe I saw evidem, OT,SEPTIC TANK AND SEEPAGE DEVICES (EXCLUDING O.H.U.L. DENOTES OVERHEAD UTILITY LINES 3 ick pEl Q rias et, THE SEPTIC TANK FOR LOT 45, WHICH WILL n ;.,,,es w.,s S trues ' DI'�.0a •� �•� REMAIN ACTIVE U. P. DENOTES UTILITY POLE ' ' N� ) ARE TO BE CRUSHED IN PLACE W. S. DENOTES WATER SHUTOFFn ISO repre nt that I have AND FILLED WITH NATIVE MATERIAL. , �� Bance t �rth on the iag � .. I W tD TE FIIF (��PV LOT 71 LOT 72 PROPOSED 1,000 GALLON SEP77C TANK (SEE DETAIL - SHEET 2) TREE TREE PROPOSED 4" PVC -- SCH 40 AT 2X MIN. — I PROPOSED 4" PVC SDR -35 (GISKET D BELL) AT 1X MIN. EXISTING MOBILE HOME LOT 73 N C)R TH TREE EXISTING 1,000 ` l GALLON SEPTIC TANK (TO BE REMAIN & BE USED FOR LOT 45) PROPOSED 4" PVC SDR -35 (GASKETED BELL) AT 19 MIN. PROPOSED DISTRIBU77ON BOX #2 7z (SEE DETAIL - SHEET 2) TRE TREE TRE I 3 1 1 1 1 BEDIROOM I TREE I I I I I J_ 1 1 CONTRACTOR MUST I CONFIRM LOCATION OF EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIM M 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICE AND PROPOSED SANIjjTTARY SEWER LATERALS d LOT 46 PARKING AREA TOWN OF QU BUILDING & C Reviewed Bya Date: TREE EXISTING MOBILE HOME 3 BEDROOM UNIT LOT 45 PARKING AREA W. S. I U U o� m, Wtia vWi mm� 3 fop �2 WIND ONG TREE REMOVE TREES AS NECESSARY TREE �I PARKING AREA LOT 44 TREE CONTRACTOR MUST CONFIRM LOCATION OF EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIMUM 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICES AND PROPOSED SANITARY SEWER LATERALS DRIVE 1A LPROPOSED ABSORPTION FIELD v l 5 LINES AT 50 FT. EACH (SPACED 6' ON CENTER) TO SERVICE BOTH LOTS 45 & 46 (SEE DETAIL - SHEET 2) NOTE: MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) HOMESTEAD VILLAGE TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK SCALE: 1 " = 20' APRIL 8, 2011 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P. E. 53,337 BORING AND PERCOLATION TEST: ASSUMED CONDITION BASED ON SITE EVALUATION 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY ONE MINUTE NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM. SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY LOT 45 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS LOT 46 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS TOTAL 6 BEDROOMS AT 100 GALLONS/BEDROOM 600 GALLONS USE (2) 1,000 GALLON PRECAST SEPTIC TANKS USE 5 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER) CONSTRUCTION NOTES, 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT /S TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE /S REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TOSTABILIZE (I.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE /N THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE MI SAL I GNMEN T/BREAKA GE. 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. . 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED /N THE TRENCHES. 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE 116 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE 1S TO TAPE A %4 INCH BLOCK TO ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE X16 INCH PER FOOT SLOPE. A %a INCH BLOCK SIMILARLY USED WOULD RESULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE /S BY BATTER BOARDS, AGGREGATE SHALL BE INSTALLED /N THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SER'.110E LINE SHALL BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE. SHEET 1 OF 2 SEPTIC DESIGN PREPARED FOR LOT 45 AND 46 WIND SONG DRIVE HOMESTEAD VILLAGE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK SCALE: 1 " = 20' APRIL 8, 2011 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. Ml TCHELL P. E. 53, 337 NO TE: I. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 12" MIN REMOVABLE COVER -7 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. J. THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS SHOULD BE I/8" PER FOOT.' BAFFLE , INVERT INLET 2"MIN EL EV. 00 00 Oo OUTLET CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED _ BY FORT MILLER TO • EQUALIZE FLOW. 2.,- 5' ' SHEET 2 OF 2 a - - SANI TAR Y DETAILS FOR 12 MIN CLEAN SAND OR PEA GRAVEL LOT 45 AND 46 WINDSONG DRIVE 2 DISTRIBUTION BOX INSPECTION REQUIREMENTS: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. NOTE 1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD INSTRUMENT SURVEY. LEGEND:EXISTING SANITARY STRUCTURES INCLUDING .:, observed, or believe I saw evidem, OT,SEPTIC TANK AND SEEPAGE DEVICES (EXCLUDING O.H.U.L. DENOTES OVERHEAD UTILITY LINES 3 ick pEl Q rias et, THE SEPTIC TANK FOR LOT 45, WHICH WILL n ;.,,,es w.,s S trues ' DI'�.0a •� �•� REMAIN ACTIVE U. P. DENOTES UTILITY POLE ' ' N� ) ARE TO BE CRUSHED IN PLACE W. S. DENOTES WATER SHUTOFFn ISO repre nt that I have AND FILLED WITH NATIVE MATERIAL. , �� Bance t �rth on the iag � .. I W tD TE FIIF (��PV LOT 71 LOT 72 PROPOSED 1,000 GALLON SEP77C TANK (SEE DETAIL - SHEET 2) TREE TREE PROPOSED 4" PVC -- SCH 40 AT 2X MIN. — I PROPOSED 4" PVC SDR -35 (GISKET D BELL) AT 1X MIN. EXISTING MOBILE HOME LOT 73 N C)R TH TREE EXISTING 1,000 ` l GALLON SEPTIC TANK (TO BE REMAIN & BE USED FOR LOT 45) PROPOSED 4" PVC SDR -35 (GASKETED BELL) AT 19 MIN. PROPOSED DISTRIBU77ON BOX #2 7z (SEE DETAIL - SHEET 2) TRE TREE TRE I 3 1 1 1 1 BEDIROOM I TREE I I I I I J_ 1 1 CONTRACTOR MUST I CONFIRM LOCATION OF EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIM M 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICE AND PROPOSED SANIjjTTARY SEWER LATERALS d LOT 46 PARKING AREA TOWN OF QU BUILDING & C Reviewed Bya Date: TREE EXISTING MOBILE HOME 3 BEDROOM UNIT LOT 45 PARKING AREA W. S. I U U o� m, Wtia vWi mm� 3 fop �2 WIND ONG TREE REMOVE TREES AS NECESSARY TREE �I PARKING AREA LOT 44 TREE CONTRACTOR MUST CONFIRM LOCATION OF EXISTING WATER SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MAINTAIN A MINIMUM 10 FT. SEPARATION BETWEEN THE EXISTING WATER SERVICES AND PROPOSED SANITARY SEWER LATERALS DRIVE 1A LPROPOSED ABSORPTION FIELD v l 5 LINES AT 50 FT. EACH (SPACED 6' ON CENTER) TO SERVICE BOTH LOTS 45 & 46 (SEE DETAIL - SHEET 2) NOTE: MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET) HOMESTEAD VILLAGE TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK SCALE: 1 " = 20' APRIL 8, 2011 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. MITCHELL P. E. 53,337 BORING AND PERCOLATION TEST: ASSUMED CONDITION BASED ON SITE EVALUATION 0-5' MEDIUM FINE SAND NO WATER OR MOTTLING PERCOLATION RATE APPROXIMATELY ONE MINUTE NOTE: SOIL CONDITIONS TO BE CONFIRMED BY P.E. PRIOR TO BACKFILLING SYSTEM. SEPTIC DESIGN: APPLICATION RATE = 1.2 GAL./SF/DAY LOT 45 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS LOT 46 3 BEDROOMS AT 100 GALLONS/BEDROOM =300 GALLONS TOTAL 6 BEDROOMS AT 100 GALLONS/BEDROOM 600 GALLONS USE (2) 1,000 GALLON PRECAST SEPTIC TANKS USE 5 LINES AT 50 FT. EACH (SPACED 6 FT. ON—CENTER) CONSTRUCTION NOTES, 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE CONTENT /S TOO HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE PRESENT FOR A RIBBON TO BE FORMED. 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE /S REGRADED OR SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TOSTABILIZE (I.E., SETTLE NATURALLY FOR A PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE -THAW CYCLE) AND NEW PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE /N THE DESIGNATED ABSORPTION SYSTEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE MI SAL I GNMEN T/BREAKA GE. 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. . 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF THE TRENCHES SHOULD BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED /N THE TRENCHES. 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF %6 TO %32 INCH PER FOOT. PRESSURE OR DOSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL. GRADES SHALL BE DETERMINED BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE 116 INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE 1S TO TAPE A %4 INCH BLOCK TO ONE END OF A STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK FACING DOWN ON THE DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE X16 INCH PER FOOT SLOPE. A %a INCH BLOCK SIMILARLY USED WOULD RESULT IN A %32 INCH PER FOOT SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE /S BY BATTER BOARDS, AGGREGATE SHALL BE INSTALLED /N THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH BACKFILLED WITH EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 7) THE EARTH BACKFILL IS TO BE MOUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT COMPACTED) TO ALLOW FOR SETTLING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE SUBSURFACE SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. 8) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHOULD EXIST BETWEEN THE HOUSE SEWER AND ANY WATERLINE. WHERE LINES MUST CROSS, THE WATER SER'.110E LINE SHALL BE AT LEAST 12 INCHES ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE VERTICAL SEPARATION MUST BE AT LEAST 18 INCHES. 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET FROM WELLS OR WATER COURSES IS UNAVAILABLE. SHEET 1 OF 2 SEPTIC DESIGN PREPARED FOR LOT 45 AND 46 WIND SONG DRIVE HOMESTEAD VILLAGE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK SCALE: 1 " = 20' APRIL 8, 2011 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 900 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING JAMES E. Ml TCHELL P. E. 53, 337 INSPECTION REQUIREMENTS: ENGINEER OF RECORD TO INSPECT TRENCHES PRIOR TO BACKFILLING. NO E. 1) BASEMAP INFORMATION OBTAINED FROM PUBLICALLY AVAILABLE RESOURCES AND DOES NOT REPRESENT AN ACTUAL FIELD INSTRUMENT SURVEY. EXISTING SANITARY STRUCTURES INCLUDI have seen or observed,or believe I saw evidence ASEPTIC,TANK AND SEEPAGE DEVICES (EX INES P O.N.U.L. DENOTES OVERHEAD UTILITY LTHE S TIC TANK FOR LOT 45, WHICH W U.P. DENOTES UTILITY POLE �� � �'"SUCK nS hOUS°S,WeI1S,trees,fences,etc., Fr W.S. DENOTES WATER SHUTOFF I, REMAI ACTIVE) ARE TO BE CRUSHED IN �i`,MFi fi thi'do Llmen ISO repre t that I have AND FELLED WITH NATIVE MATERIAL. ally asnred d' 'ance t fcrth on the iagram." I�?r_ SIG ' 6EjiG�d��TUR LOT 71 LOT 72 LOT 73 PROPOSED 1,000 GALLON SEPTIC TANK (SEE DETAIL — SHEET 2) - \.\ GALLON G GALLON SEEPT"IC TANK TREE - �/�\ (TO BE REMAIN BE USED FOR LOT 455) i PROPOSED 4"PVC SCN 40 AT 29> MIN. PROPOSED 4'PVC SDR-35 _ (GASKETED BELL) AT IX MIN. PROPOSED 4"PVC SDR-35 PROPOSED Q (G ISKETED BELL) AT I%MIN. DISTRIBUTION BOX,¢2 J (SEE DETAIL — SHEET i _ "s tLE /� FxrsnNc HOME J I MOIAF 77z f 1 rREF EXISTIT BEDROOM �) I I I I BEDRCOM �t i,�' HOMe r .-`UNIT-'` \.I/.'<I� I I ..�VNJ,T TREE y I I I i I TREE ( REMOVE TREES LC AS NECESSARY LOT 46dGf TREE LOT 45 _ TREE I TREE V \� PARKING \1 I r PA P. �grgp I AREA I ,It%` AREAO TREE PARKING ^ Ip 9 TREE ( -_ \,.� AREA TREE (1 I W.S. W.S. W v < CONTRACTOR MUST CONFIRM LOCATION OF as I °4 s I o.. CONTRACTOR MUST EXISTING WATER SERVICE PRIOR TO maw w'w w WATER SERVICE PRIO COMMENCEMENT OF CONSTRUCTIONAND rcl o3a m ��� CONSTRUCTION AND MAINTAIN A MINIMUM 10 FT. SEPARATION �� qo ¢)oda SEPARATION BETWEEN �- a AND PROPOSED SANT BETWEEN THE EXIST G WATER SERVICE AND �I o00 3`(do0 PROPOSED SANT ARY SEWER LATERALS Qin j o WIND ONO j o2a DRI VE p V V2 ,..OWN OF QUE BUILDING& U D . B PROPOSED ABSORPTION FIELD Reviewed �d .n 5 LINES AT 50 FT. EACH (SPACED 6' ON CENTEF Date: TO SERVICE BOTH LOTS 45 & 46 (SEE DETAIL — SHEET 2) N OTE: MOBILE HOME UNITS TO BE PLACED WITH A MINIMUM 10 FT. HORIZONTAL SEPARATION. THE LOCATION OF THE WATER SERVICE MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRU( TO CONFIRM PROPER SEPARATION DISTANCE FROM TILE FIELD (MINIMUM 10 FEET)